Vis enkel innførsel

dc.contributor.authorGriffiths, Luke
dc.contributor.authorPark, Joonsang
dc.contributor.authorCerasi, Pierre
dc.contributor.authorEdvardsen, Laura
dc.contributor.authorWüstefeld, Andreas
dc.date.accessioned2021-09-29T08:49:09Z
dc.date.available2021-09-29T08:49:09Z
dc.date.issued2021
dc.identifier.isbn978-82-536-1714-5
dc.identifier.issn2387-4295
dc.identifier.urihttps://hdl.handle.net/11250/2785925
dc.description.abstractInduced microseismicity from subsurface engineering projects such as geothermal heat exploitation and CO2 storage can be a show-stopper and halt the development of a site. While microseismicity correlates with fluid injection in the ground, the magnitudes of events are difficult to predict and some faults in the underground release significant energy, while others do not. Here, we test in the laboratory the hypothesis that clay content in the fault gouge may dampen asperity breakage upon shear slip and explain why certain faults release less elastic energy. We performed two triaxial tests on a sample of Castlegate sandstone to simulate fault reactivation as a result of pore pressure increase due to CO2 (or water) injection, whilst measuring axial and radial P-wave velocities and monitoring acoustic emissions (AE; laboratory scale microseismicity). A through-going fracture was created by axial loading of the sample to failure. The axial stress was then reduced to 80% of the residual strength of the sample, and the fracture was reactivated by pore pressure pulses at rates of 3, 6, 12 and 24 MPa/hr. Although no CO2 or second phase fluid was injected, the pressure pulse simulates the pressure propagation ahead of the injected fluid. Following the test, the sample was separated along the fracture plane, and the fracture was filled with a clay (kaolinite) gouge, reassembled, and the test procedure was repeated. For both tests we analysed AE locations, rate, and magnitude distribution, and determined source mechanisms. AE during the first test on the intact sample occurred throughout the sample during axial loading until coalescing along the macroscopic fault plane observed using 3D CT imaging. AE during the reactivation stages were located predominantly along the fracture. For the clean fracture, the pore pressure increase rate had no clear effect on the pressure for reactivation, i.e., no weakening at higher injection rates. For the sample containing a clay-filled fracture, we observed very little AE activity during all test stages and we were unable to reach stable sliding of the infilled fracture during axial loading as for the clean fracture. We observed a slight increase in the pore pressure reactivation pressure at higher pressurisation rates which we attribute to plastic deformation of the fault gouge. These results suggest that, for the pressurisation rates observed, CO2 injection rates may only have a negligible effect on fault stability, which is controlled rather by the absolute pressure changes.en_US
dc.language.isoengen_US
dc.publisherSINTEF Academic Pressen_US
dc.relation.ispartofTCCS–11. CO2 Capture, Transport and Storage. Trondheim 22nd–23rd June 2021. Short Papers from the 11th International Trondheim CCS Conference
dc.relation.ispartofseriesSINTEF Proceedings;7
dc.rightsCC BY 4.0*
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/*
dc.subjectCO2 Reservoiren_US
dc.subjectSandstoneen_US
dc.subjectFaulten_US
dc.subjectClayen_US
dc.subjectSmearen_US
dc.subjectMicroseismicityen_US
dc.titleExperimental Investigation of the Influence of Injection Pressure and Clay Smear on Fault Reactivation for Co2 Storageen_US
dc.typeChapteren_US
dc.typePeer revieweden_US
dc.typeConference objecten_US
dc.description.versionpublishedVersionen_US
dc.rights.holder© 2021 The Authors. Published by SINTEF Academic Press.en_US
dc.subject.nsiVDP::Teknologi: 500en_US
dc.identifier.cristin1940388


Tilhørende fil(er)

Thumbnail

Denne innførselen finnes i følgende samling(er)

Vis enkel innførsel

CC BY 4.0
Med mindre annet er angitt, så er denne innførselen lisensiert som CC BY 4.0